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Qing XuCapita Symonds,East Grinstead, UK Chris BurgoyneDepartment of…
www-civ.eng.cam.ac.uk/cjb/papers/p54.pdf20 Dec 2005: relaxation test, the rate of strain will be zero, so. 1. -
AIAA 2004-1529Multi-Configuration Space FramesT. Schioler and S.…
www-civ.eng.cam.ac.uk/dsl/Schioler/publications/SDM2004.pdf30 Jan 2005: 19 A prototype bistable strut. Experimental Results. Having manufactured a working bistable strut,this was then tested in an Instron materials test-ing machine. -
Osman, A. S. & Bolton, M. D. (2005). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/154_Geotechnique_No55_Is6_435_447.pdf8 Dec 2005: BACK-ANALYSIS OF A LOADING TEST ON A STIFFFOOTING AT BOTHKENNARSite location and soil properties. ... The Bothkennar soft clay test site is a facility for large-scale experimental research. -
White, D. J. & Bolton, M. D. (2004). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/146_Geotechnique_No54_Is6_375_397.pdf8 Dec 2005: TEST PROCEDUREA series of eight tests is reported, each using dry sand. ... The horizontal displacement ratioclose to the pile shaft during test T8-DBS-46-narrow con-verges towards the data from tests conducted using the largerpile, suggesting that -
Thin-Shell Deployable Reflectors with Collapsible Stiffeners: Part I…
www-civ.eng.cam.ac.uk/dsl/publications/Reflectors-with-stiffeners.pdf1 Mar 2005: Thin-Shell Deployable Reflectors with. Collapsible Stiffeners:. Part I – Approach. Lin Tze Tan. University College London, London WC1E 6BT, England, United Kingdom. Sergio Pellegrino†. University of Cambridge, Cambridge CB2 1PZ, England, United
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